期刊文献+

絮凝细菌投加量对好氧颗粒污泥性能影响的研究 被引量:8

Influence of Flocculant Bacterium on Characteristics of Aerobic Granular Sludge
原文传递
导出
摘要 为研究絮凝细菌对好氧污泥颗粒化的影响,采用气升式内循环序批反应器,在培养好氧颗粒污泥过程中投加絮凝细菌,探讨其投加量对颗粒污泥的理化性能及生物降解效能的影响.结果表明,适量投加絮凝细菌能促进好氧颗粒污泥的形成,絮凝细菌投加量在0~20mL/L时,均可以培养出成熟的好氧颗粒污泥.絮凝细菌最佳投加量为10mL/L,此时颗粒化速度快,颗粒形成时间由未投加的42d缩短为35d,好氧颗粒污泥疏水性好,SVI稳定在40mL/g左右,沉降速度达35.82m/h,COD、氨氮和总磷的去除率分别为97.14%、84.49%和87.59%.而投加量为30mL/L时最终所形成的是白色污泥絮团,没有实现污泥颗粒化. The aerobic granular sludge was cultivated by adding flocculant bacteria in sequencing batch airlift reactor(SBAR),the physical-chemical properties and biodegradation effect of granules were studied so as to investigate the influence of flocculant bacterium on characteristics of aerobic granular sludge. The results showed that flocculant bacterium could prompt granulation process,the aerobic granules could be successfully cultivated when the dose of flocculants was between 0-20 mL/L. The optimum dose was 10 mL/L,in this case the formation of aerobic granules needed 35d which was faster than that of 42d in blank experiment,and SVI was around 40 mL/g,settling velocity reached 35. 82 m/h,the COD,NH 4+ -N,TP removal rate of mature granular sludge were 97. 14% , 84. 49% and 87. 59% respectively. While no granules formed when the dose of flocculants was 30 mL/L,some white flocs existed in SBAR.
出处 《环境科学》 EI CAS CSCD 北大核心 2010年第5期1263-1268,共6页 Environmental Science
基金 黑龙江省自然科学基金项目(E200824) 国家自然科学基金重点项目(50638020)
关键词 絮凝细菌 好氧颗粒污泥 比生物絮凝因子 气升式内循环序批反应器 flocculant bacterium aerobic granular sludge relative bioflocculation parameter sequencing batch airlift reactor (SBAR)
  • 相关文献

参考文献8

二级参考文献35

共引文献179

同被引文献79

  • 1史云祥,阮文权,顾强.同步硝化反硝化好氧颗粒污泥脱氮过程条件研究[J].江苏环境科技,2004,17(2):18-20. 被引量:3
  • 2王芳,于汉英,张兴文,张捍民,刘毅慧,杨凤林.进水碳源对好氧颗粒污泥特性的影响[J].环境科学研究,2005,18(2):84-88. 被引量:22
  • 3崔成武,纪树兰,高景峰,任海燕,Naeem ud din Ahmad.好氧颗粒污泥的形成机理[J].水处理技术,2006,32(2):13-15. 被引量:15
  • 4LIU YU, TAY J H. The essential role of hydrodynamic shear force in the formation of biofdm and granular sludge [ J ]. Warter Research, 2002, 36(7): 1 653-1 665. 被引量:1
  • 5BEUN J J, HEIJNFN J J, van LOOSDRECHT M C M. N-removal in a granular sludge sequencing batch airlift reactor[ J ]. Bioteehnology and Bioengineering, 2001, 75(1): 82-92. 被引量:1
  • 6MOY B Y P, TAY J H, TOH S K, et al. High organic loading influences the physical characteristics d aerobic sludge gramules[J]. Lett Appl Micro, 2002, 34(6) :407 -412. 被引量:1
  • 7ERGUDER T H, DEMIRER G N. Investigation of granulation of a mixture of suspended anaerobic and aerobic cultures under alternating anaerobie/microaerobic/aerobic conditions [ J ]. Process Biochemistry, 2005, 40(12) : 3 732 -3 741. 被引量:1
  • 8LIU Y, XU H L, SHOU K Y, et al. Anaerobic granulation tech- nology for wastewater treatment[ J]. World J Microbiol Biotechnol, 2002, 18(2) : 99 -113. 被引量:1
  • 9LIU Y, LIU Y Q, WANG Z W, et al. Influence of substrate surface loading on the kinetic behavior of aerobic granules[ J]. Appl Mierobiol Biotechnol, 2005, 67 (4) : 484 - 488. 被引量:1
  • 10SU K Z, YU H Q. Formation and characterization of aerobic granules in a sequencing batch reactor treating soybean processing wastewater[ J]. Environ Sci Technol, 2005, 39:2 818 -2 827. 被引量:1

引证文献8

二级引证文献29

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部